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Contents
  1. 1Geometrical area and effective area
  2. 2Area calculation and a worked example
  3. 3From area to flow rate
  4. 4Pressure, opening height and flow direction
  5. 5Restrictions caused by the air inlets
  6. 6Interpretation in smoke-control calculations
  7. 7Notes
  8. 8References

Aerodynamic free area is the effective area through which air or smoke flows after allowance for the opening's resistance. It is smaller than the geometrical opening when edges and obstructions restrict the flow. Introduction to Fire Safety Engineering defines it as the actual opening area multiplied by a contraction factor.[1] This distinction matters in smoke and heat exhaust ventilation, because the visible size of a vent does not fully describe its ability to discharge smoke.[2]

An area rating also needs a pressure difference and gas density before it can describe a flow rate. The direction of vent flow depends on the pressures on opposite sides, which can vary with elevation.[3] Inlet capacity, wind and the smoke layer therefore influence the performance of the complete system. A large outlet cannot independently guarantee that the intended quantity of smoke leaves the building.[4]

Geometrical area and effective area

The geometrical area describes the physical opening, whereas aerodynamic area describes its flow effectiveness. Van Rossum attributes the difference to vortices generated at edges and by obstructions. These disturbances reduce the useful flow through the opening. The contraction factor expresses that reduction without requiring the geometrical opening itself to become smaller.[1]

This distinction separates two questions about a smoke vent. One concerns the dimensions of the available opening; the other concerns how efficiently gas passes through it. The answers are connected through the coefficient, but they are not interchangeable descriptions. Using the full geometrical area as effective area would omit the reduction described by that coefficient.[1]

The coefficient belongs to the particular representation of the opening. Van Rossum gives 0.65 as an example for a smoke-control hatch, rather than a universal value. Cooper gives approximately 0.61 for a relatively narrow, sharp-edged opening under the assumptions of his orifice model. The different numbers illustrate why a coefficient requires its associated geometry and flow assumptions.[1][3]

In Cooper's discussion, relatively narrow means narrow compared with the surrounding compartment or partition dimensions. His value of approximately 0.61 corresponds to high Reynolds-number flow through a sharp-edged circular orifice. For a relatively wide opening, contraction can become insignificant and the coefficient approaches 1.0. These cases describe different flow arrangements, rather than alternative ratings for an otherwise identical product.[3]

Area calculation and a worked example

The simplest calculation multiplies geometrical area by the contraction factor. The factor has no units, so the effective area retains the square-metre unit. This calculation describes the opening's aerodynamic reduction; it does not calculate the pressure driving the flow. In the notation used here, the relationship is as follows.[1]

Aa = CdAg
Symbol Description Unit
Aa Aerodynamic free area m²
Ag Geometrical opening area m²
Cd Contraction or discharge coefficient for the stated opening model Dimensionless

For an illustrative calculation, take a geometrical area of 1.5 m² and a contraction factor of 0.65. The area is within the vent sizes discussed by Cooper, while the factor is Van Rossum's illustrative hatch value. Multiplication gives 0.975 m², or approximately 0.98 m². This combines published example inputs to demonstrate the calculation; it does not identify the tested performance of a particular hatch.[5][1]

The calculation also shows what the effective area does not mean. It does not imply that part of the vent is physically sealed. It represents the reduction in flow effectiveness associated with the coefficient. The whole geometrical opening remains the reference area in the definition.[1]

A calculation can retain geometrical area and its coefficient separately, or use their product as aerodynamic area. These are two notations for the same reduction when all other assumptions are unchanged. Applying the same contraction factor again to an area that already includes it would count that reduction twice. The area definition therefore has to accompany the numerical value when calculations are compared.[1][3]

From area to flow rate

Cooper represents flow through an opening using an orifice relationship derived from Bernoulli's equation. Gas moves from the higher-pressure side towards the lower-pressure side. Its speed depends on the pressure difference, the density of the incoming gas and the flow coefficient. For approximately uniform conditions across an opening, multiplication by area gives the volume flow rate.[3]

The following equations express that relationship using either geometrical area or aerodynamic area. The mass flow rate then follows by multiplying the volume flow rate by the gas density. Absolute pressure difference is used to calculate the magnitude; the pressure ordering determines the direction. These expressions describe the stated orifice approximation, rather than every possible flow through a roof opening.[3]

V̇ = CdAg√(2|Δp|/ρ) = Aa√(2|Δp|/ρ)
ṁ = ρV̇
Symbol Description Unit
V̇ Volumetric flow rate at the flowing gas conditions m³/s
ṁ Mass flow rate kg/s
Δp Pressure difference across the opening Pa
ρ Density of gas entering the opening kg/m³

Cooper's example considers a smoke layer at 393 K above an ambient environment at 293 K. Its ambient density is 1.2 kg/m³, and the stated ceiling pressure difference is 9.0 Pa. His constant-pressure gas approximation gives a smoke density of approximately 0.895 kg/m³. These conditions describe the source example, rather than a general operating temperature for smoke vents.[6][5]

Using those conditions, a 1.5 m² geometrical opening and a coefficient of 0.61 gives approximately 4.1 m³/s. The corresponding mass flow is approximately 3.7 kg/s. This is a calculated orifice-model illustration using Cooper's inputs, not a measured capacity. Cooper separately discusses circumstances in which the standard flow model overpredicts actual roof-vent flow.[3][5]

Density makes the distinction between mass and volume particularly useful. Heating changes the volume occupied by a given mass of gas. The same numerical volume flow therefore represents different mass flows at different temperatures. Comparing an inlet and an exhaust solely through their volume rates can hide that difference.[6][7]

Pressure, opening height and flow direction

The opening's area does not decide whether it acts as an inlet or an outlet. The neutral plane is the elevation where indoor and outdoor pressures are equal. An opening above or below that level can carry flow in different directions. An opening extending across it can contain both an entering and a leaving flow.[7]

Cooper explains this behaviour through hydrostatic pressure distributions on each side of a partition. The pressure difference is evaluated at each elevation, rather than assumed to have one value everywhere. For a tall opening, the flow direction can reverse within the opening. A single area multiplied by one speed cannot represent that arrangement without further subdivision or integration.[3]

The gas density in the orifice relationship is the density on the side from which that portion of the flow originates. This matters when cool air enters at one height while hot smoke leaves above it. Each stream has its own direction and density. The complete calculation then combines the contributions across the opening's area.[3]

Outside wind provides another pressure contribution. Cooper relates the external pressure distribution to wind speed, wind direction and building geometry. Nearby buildings can also affect the flow around the building under consideration. Consequently, an opening with unchanged aerodynamic area can experience a different driving pressure when the external conditions change.[4]

Restrictions caused by the air inlets

Replacement air supplies the lower part of a space while smoke leaves above. Cooper's simplified natural-venting treatment initially assumes that the total inlet area is large enough to cause little pressure loss. When that assumption fails, the inlet restricts the complete flow path. Enlarging the outlet alone then gives less benefit than an outlet-only calculation suggests.[2][4]

Cooper represents this effect by reducing the outlet area used in the system calculation. His effective outlet area is a correction for finite inlet area. It is distinct from the product-level contraction factor discussed earlier. The following relationship uses the area definitions and temperature assumptions of his natural-venting model.[4]

Aout,eff/Aout = [1 + (Aout/Ain)²(Ta/Ts)]−1/2
Symbol Description Unit
Aout,eff Outlet area corrected for restricted inlet supply in this model m²
Aout Total outlet area in Cooper's model m²
Ain Total inlet area in Cooper's model m²
Ta, Ts Absolute ambient and smoke-layer temperatures K

For a smoke-to-ambient temperature ratio of 1.3, equal inlet and outlet areas give a correction ratio of approximately 0.75. Increasing the inlet-to-outlet area ratio to 1.8 raises the calculated correction to approximately 0.90. At a ratio of 4, the correction is approximately 0.98. These derived values illustrate Cooper's model and do not establish universal opening ratios for buildings.[4]

The relationship approaches an outlet correction of one as the inlet becomes very large. This expresses the original assumption of negligible inlet restriction. Conversely, a small inlet can dominate the system even when the roof contains substantial opening area. The relevant design description therefore includes the connected air path, rather than only the individual exhaust vent.[4]

Interpretation in smoke-control calculations

Smoke-vent performance is evaluated through the resulting fire environment over time. Cooper identifies fire growth, compartment dimensions, construction properties and the operation of detection or actuation devices as relevant inputs. The selected opening area is one component of that analysis. Its adequacy depends on whether the resulting conditions meet the chosen life-safety or property-protection objective.[2]

An opening that removes gas does not necessarily remove smoke alone. Van Rossum describes plugholing, where excessive extraction at one point draws clean air from below the smoke layer. Part of the extraction capacity then bypasses the smoke that the system is intended to remove. The risk becomes greater when the smoke layer is thin.[1]

Cooper also distinguishes the limitations of simple orifice calculations for horizontal vents. His discussion includes exchange flow and conditions where predicted flow can exceed the actual flow. These effects are separate from the geometrical-area correction. A numerical aerodynamic area cannot remove limitations in the physical model that uses it.[5]

The meaning of an effective area therefore remains tied to its definition and calculation context. An opening contraction, a finite-inlet correction and a complete smoke-removal assessment answer different questions. Keeping their assumptions explicit preserves the connection between the selected vent, the building's air supply and the predicted smoke conditions. Combining them without their definitions can conceal the restriction that governs the result.[1][4][5]

Notes

  1. ↑ 1.00 1.01 1.02 1.03 1.04 1.05 1.06 1.07 1.08 1.09 Van Rossum (2027), §6.8.
  2. ↑ 2.0 2.1 2.2 Cooper (2002), pp. 3-219–3-220.
  3. ↑ 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 Cooper (2002), p. 3-222.
  4. ↑ 4.0 4.1 4.2 4.3 4.4 4.5 4.6 Cooper (2002), p. 3-225.
  5. ↑ 5.0 5.1 5.2 5.3 5.4 Cooper (2002), p. 3-228.
  6. ↑ 6.0 6.1 Cooper (2002), pp. 3-221–3-222.
  7. ↑ 7.0 7.1 Van Rossum (2027), §9.3.

References

  • Cooper, L. Y. (2002). Smoke and heat venting. In P. J. DiNenno (Ed.), SFPE handbook of fire protection engineering (3rd ed., pp. 3-219–3-242). National Fire Protection Association.
  • Van Rossum, E. (2027). Introduction to Fire Safety Engineering. Fire Safety Academy.